Car Park Shade Structure

PAGE NO. 1

**************************************************** * * * STAAD.Pro * * Version 2004 Bld 1001.INDIA * * Proprietary Program of * * Research Engineers, Intl. * * Date= SEP 3, 2014 * * Time= 13:43:39 * * * * USER ID: Snow Panther [LZ0] * ****************************************************

INPUT FILE: Car Park Shade Structure-R1-A1LL.STD 1. STAAD SPACE DESIGN ANALYSIS OF SHADE STRUCTURE 2. START JOB INFORMATION 3. ENGINEER DATE 16-AUG-14 4. END JOB INFORMATION 5. INPUT WIDTH 72 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 0 2.35 0; 3 0 4 0; 4 0.75 2.384 0; 5 2.75 2.417 0 9. 6 4.6 2.45 0; 7 0 2.35 1.65; 8 0.75 2.384 1.65; 9 2.75 2.417 1.65 10. 10 4.6 2.45 1.65; 11 0 2.35 3.25; 12 0.75 2.384 3.25 11. 13 2.75 2.417 3.25; 14 4.6 2.45 3.25; 15 0 0 4.9; 16 0 2.35 4.9 12. 17 0 4 4.9; 18 0.75 2.384 4.9; 19 2.75 2.417 4.9; 20 4.6 2.45 4.9 13. 21 0 2.35 6.55; 22 0.75 2.384 6.55; 23 2.75 2.417 6.55 14. 24 4.6 2.45 6.55; 25 0 2.35 8.15; 26 0.75 2.384 8.15 15. 27 2.75 2.417 8.15; 28 4.6 2.45 8.15; 29 0 0 9.8; 30 0 2.35 9.8 16. 31 0 4 9.8; 32 0.75 2.384 9.8; 33 2.75 2.417 9.8; 34 4.6 2.45 9.8 17. 35 6.85 2.5 0; 36 6.85 2.5 1.65; 37 6.85 2.5 3.25; 38 6.85 2.5 4.9 18. 39 6.85 2.5 6.55; 40 6.85 2.5 8.15; 41 6.85 2.5 9.8; 42 0 3.1 0 19. 43 0 3.1 4.9; 44 0 3.1 9.8; 45 -0.75 2.384 0; 46 -2.75 2.417 0 20. 47 -4.6 2.45 0; 48 -0.75 2.384 1.65; 49 -2.75 2.417 1.65 21. 50 -4.6 2.45 1.65; 51 -0.75 2.384 3.25; 52 -2.75 2.417 3.25 22. 53 -4.6 2.45 3.25; 54 -0.75 2.384 4.9; 55 -2.75 2.417 4.9 23. 56 -4.6 2.45 4.9; 57 -0.75 2.384 6.55; 58 -2.75 2.417 6.55 24. 59 -4.6 2.45 6.55; 60 -0.75 2.384 8.15; 61 -2.75 2.417 8.15 25. 62 -4.6 2.45 8.15; 63 -0.75 2.384 9.8; 64 -2.75 2.417 9.8 26. 65 -4.6 2.45 9.8; 66 -6.85 2.5 0; 67 -6.85 2.5 1.65; 68 -6.85 2.5 3.25 27. 69 -6.85 2.5 4.9; 70 -6.85 2.5 6.55; 71 -6.85 2.5 8.15 28. 72 -6.85 2.5 9.8 29. *********************************************** 30. * STAAD.PRO GENERATED COMMENT * 31. *********************************************** 32. *16 7 8 18 33. * 19 11 12 21 34. * 22 21 22 24 35. * 25 25 26 27 36. ************************************************ 37. MEMBER INCIDENCES 38. 1 1 2; 2 2 42; 3 15 16; 4 16 43; 5 29 30; 6 30 44; 7 2 7; 8 7 11 39. 9 11 16; 10 16 21; 11 21 25; 12 25 30; 13 2 4; 14 4 5; 15 5 6; 17 8 9 40. 18 9 10; 20 12 13; 21 13 14; 23 22 23; 24 23 24; 26 26 27; 27 27 28

DESIGN ANALYSIS OF SHADE STRUCTURE -- PAGE NO. 2

41. 28 16 18; 29 18 19; 30 19 20; 31 30 32; 32 32 33; 33 33 34; 34 4 8 42. 35 8 12; 36 12 18; 37 18 22; 38 22 26; 39 26 32; 40 5 9; 41 9 13 43. 42 13 19; 43 19 23; 44 23 27; 45 27 33; 46 6 10; 47 10 14; 48 14 20 44. 49 20 24; 50 24 28; 51 28 34; 52 42 6; 53 3 35; 54 17 38; 55 43 20 45. 56 31 41; 57 44 34; 58 42 3; 59 43 17; 60 44 31; 61 6 35; 62 10 36 46. 63 14 37; 64 20 38; 65 24 39; 66 28 40; 67 34 41; 68 35 36; 69 36 37 47. 70 37 38; 71 38 39; 72 39 40; 73 40 41; 74 2 45; 75 45 46; 76 46 47 48. 77 48 49; 78 49 50; 79 51 52; 80 52 53; 81 57 58; 82 58 59; 83 60 61 49. 84 61 62; 85 16 54; 86 54 55; 87 55 56; 88 30 63; 89 63 64; 90 64 65 50. 91 45 48; 92 48 51; 93 51 54; 94 54 57; 95 57 60; 96 60 63; 97 46 49 51. 98 49 52; 99 52 55; 100 55 58; 101 58 61; 102 61 64; 103 47 50 52. 104 50 53; 105 53 56; 106 56 59; 107 59 62; 108 62 65; 109 42 47 53. 110 3 66; 111 17 69; 112 43 56; 113 31 72; 114 44 65; 115 47 66 54. 116 50 67; 117 53 68; 118 56 69; 119 59 70; 120 62 71; 121 65 72 55. 122 66 67; 123 67 68; 124 68 69; 125 69 70; 126 70 71; 127 71 72 56. DEFINE MATERIAL START 57. ISOTROPIC STEEL 58. E 2.05E+008 59. POISSON 0.3 60. DENSITY 76.8195 61. ALPHA 1.2E-005 62. DAMP 0.03 63. END DEFINE MATERIAL 64. MEMBER PROPERTY BRITISH 65. 17 18 20 21 23 24 26 27 62 63 65 66 77 TO 84 116 117 119 - 66. 120 TABLE ST PIP333.0 67. 1 TO 6 58 TO 60 TABLE ST PIP2198.0 68. 7 TO 12 34 TO 51 68 TO 73 91 TO 108 122 TO 127 TABLE ST TUB50505.0 69. 13 TO 15 28 TO 33 61 64 67 74 TO 76 85 TO 90 115 118 - 70. 121 TABLE ST TUB100505.0 71. 52 TO 57 109 TO 114 TABLE ST PIP884.0 72. *17 18 20 21 23 24 26 27 62 63 65 66 77 TO 84 116 117 119 - 73. *120 TABLE ST PIP483.0 74. *1 TO 6 58 TO 60 TABLE ST PIP21912.0 75. *7 TO 12 34 TO 51 68 TO 73 91 TO 108 122 TO 127 TABLE ST TUB80804.0 76. *13 TO 15 28 TO 33 61 64 67 74 TO 76 85 TO 90 115 118 - 77. *121 TABLE ST TUB1001006.0 78. *52 TO 57 109 TO 114 TABLE ST PIP884.0 79. CONSTANTS 80. MATERIAL STEEL MEMB 1 TO 15 17 18 20 21 23 24 26 TO 127 81. SUPPORTS 82. 1 15 29 FIXED 83. LOAD 1 SELF WEIGHT 84. SELFWEIGHT Y -1 85. MEMBER LOAD 86. 13 TO 15 17 18 20 21 23 24 26 TO 33 61 TO 67 74 TO 90 115 TO 120 - 87. 121 UNI GY -0.16 88. LOAD 2 WIND LOAD DOWNWARD 89. MEMBER LOAD 90. 13 TO 15 17 18 20 21 23 24 26 TO 33 61 TO 67 74 TO 90 115 TO 120 - 91. 121 UNI GY -0.716 92. LOAD 3 WIND LOAD UPWARD 93. MEMBER LOAD 94. 13 TO 15 17 18 20 21 23 24 26 TO 33 61 TO 67 74 TO 90 115 TO 120 - 95. 121 UNI GY 0.716 96. LOAD 4 LIVE LOAD


97. MEMBER LOAD 98. *13 TO 15 17 18 20 21 23 24 26 TO 33 61 TO 67 74 TO 90 115 TO 120 - 121 UNI GY 99. 18 21 24 27 78 80 82 84 CON GY -0.9 100. LOAD 12 WIND LOAD DOWNWARD ON ONE SIDE ONLY 101. MEMBER LOAD 102. 13 TO 15 17 18 20 21 23 24 26 TO 33 61 TO 67 UNI GY -0.716 103. LOAD 13 WIND LOAD UPWARD ON ONE SIDE ONLY 104. MEMBER LOAD 105. 13 TO 15 17 18 20 21 23 24 26 TO 33 61 TO 67 UNI GY 0.716 106. LOAD 14 LIVE LOAD ON ONE SIDE ONLY 107. MEMBER LOAD 108. *13 TO 15 17 18 20 21 23 24 26 TO 33 61 TO 67 UNI GY -1 109. 18 21 24 27 CON GY -0.9 110. LOAD COMB 6 DL + WL DN 111. 1 1.4 2 1.4 112. LOAD COMB 7 DL + WL UP 113. 1 1.0 3 1.4 114. LOAD COMB 8 DL + LL 115. 1 1.4 4 1.6 116. LOAD COMB 9 DL + LL + WL DN 117. 1 1.2 2 1.2 4 1.2 118. LOAD COMB 10 DL + LL + WL UP 119. 1 1.2 3 1.2 4 1.2 120. LOAD COMB 11 DEFLECTION CHECK 121. 1 1.0 2 0.8 4 0.8 122. LOAD COMB 16 DL + WL DN 1S 123. 1 1.4 12 1.4 124. LOAD COMB 17 DL + WL UP 1S 125. 1 1.0 13 1.4 126. LOAD COMB 18 DL + LL 1S 127. 1 1.4 14 1.6 128. LOAD COMB 19 DL + WL DN 1S 129. 1 1.4 12 1.4 130. LOAD COMB 20 DL + WL UP 1S 131. 1 1.0 13 1.4 132. LOAD COMB 21 DL + LL 1S + WL DN 1S 133. 1 1.2 12 1.2 14 1.2 134. LOAD COMB 22 DL + LL 1S + WL UP 1S 135. 1 1.2 13 1.2 14 1.2 136. LOAD COMB 23 DEFLECTION CHECK 137. 1 1.0 12 0.8 14 0.8 138. PERFORM ANALYSIS

P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 72/ 123/ 3 ORIGINAL/FINAL BAND-WIDTH= 63/ 11/ 72 DOF TOTAL PRIMARY LOAD CASES = 7, TOTAL DEGREES OF FREEDOM = 414 SIZE OF STIFFNESS MATRIX = 30 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.6/ 30451.6 MB, EXMEM = 2628.0 MB


139. PRINT SUPPORT REACTION


SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z

1 1 0.00 10.36 1.14 0.80 0.00 0.00 2 0.00 17.10 2.85 2.00 0.00 0.00 3 0.00 -17.10 -2.85 -2.00 0.00 0.00 4 0.00 1.49 0.55 0.39 0.00 0.00 12 -0.49 8.55 1.42 1.00 0.35 35.26 13 0.49 -8.55 -1.42 -1.00 -0.35 -35.26 14 -0.10 0.74 0.27 0.19 0.07 3.66 6 0.00 38.45 5.58 3.93 0.00 0.00 7 0.00 -13.58 -2.85 -2.00 0.00 0.00 8 0.00 16.88 2.47 1.74 0.00 0.00 9 0.00 34.74 5.44 3.83 0.00 0.00 10 0.00 -6.31 -1.39 -0.98 0.00 0.00 11 0.00 25.23 3.86 2.71 0.00 0.00 16 -0.69 26.48 3.59 2.53 0.48 49.36 17 0.69 -1.61 -0.85 -0.60 -0.48 -49.36 18 -0.16 15.70 2.03 1.43 0.12 5.85 19 -0.69 26.48 3.59 2.53 0.48 49.36 20 0.69 -1.61 -0.85 -0.60 -0.48 -49.36 21 -0.71 23.59 3.40 2.40 0.50 46.70 22 0.47 3.06 -0.01 -0.01 -0.33 -37.92 23 -0.48 17.80 2.50 1.76 0.33 31.13 15 1 0.00 15.63 0.00 0.00 0.00 0.00 2 0.00 30.18 0.00 0.00 0.00 0.00 3 0.00 -30.18 0.00 0.00 0.00 0.00 4 0.00 4.23 0.00 0.00 0.00 0.00 12 0.99 15.09 0.00 0.00 0.00 46.29 13 -0.99 -15.09 0.00 0.00 0.00 -46.29 14 0.20 2.11 0.00 0.00 0.00 5.91 6 0.00 64.14 0.00 0.00 0.00 0.00 7 0.00 -26.61 0.00 0.00 0.00 0.00 8 0.00 28.65 0.00 0.00 0.00 0.00 9 0.00 60.05 0.00 0.00 0.00 0.00 10 0.00 -12.38 0.00 0.00 0.00 0.00 11 0.00 43.16 0.00 0.00 0.00 0.00 16 1.38 43.01 0.00 0.00 0.00 64.80 17 -1.38 -5.49 0.00 0.00 0.00 -64.80 18 0.32 25.27 0.00 0.00 0.00 9.46 19 1.38 43.01 0.00 0.00 0.00 64.80 20 -1.38 -5.49 0.00 0.00 0.00 -64.80 21 1.43 39.40 0.00 0.00 0.00 62.64 22 -0.95 3.19 0.00 0.00 0.00 -48.45 23 0.95 29.40 0.00 0.00 0.00 41.76 29 1 0.00 10.36 -1.14 -0.80 0.00 0.00 2 0.00 17.10 -2.85 -2.00 0.00 0.00 3 0.00 -17.10 2.85 2.00 0.00 0.00 4 0.00 1.49 -0.55 -0.39 0.00 0.00 12 -0.49 8.55 -1.42 -1.00 -0.35 35.26 13 0.49 -8.55 1.42 1.00 0.35 -35.26


SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z

14 -0.10 0.74 -0.27 -0.19 -0.07 3.66 6 0.00 38.45 -5.58 -3.93 0.00 0.00 7 0.00 -13.58 2.85 2.00 0.00 0.00 8 0.00 16.88 -2.47 -1.74 0.00 0.00 9 0.00 34.74 -5.44 -3.83 0.00 0.00 10 0.00 -6.31 1.39 0.98 0.00 0.00 11 0.00 25.23 -3.86 -2.71 0.00 0.00 16 -0.69 26.48 -3.59 -2.53 -0.48 49.36 17 0.69 -1.61 0.85 0.60 0.48 -49.36 18 -0.16 15.70 -2.03 -1.43 -0.12 5.85 19 -0.69 26.48 -3.59 -2.53 -0.48 49.36 20 0.69 -1.61 0.85 0.60 0.48 -49.36 21 -0.71 23.59 -3.40 -2.40 -0.50 46.70 22 0.47 3.06 0.01 0.01 0.33 -37.92 23 -0.48 17.80 -2.50 -1.76 -0.33 31.13 ************** END OF LATEST ANALYSIS RESULT ************** 140. PARAMETER 141. CODE BS5950 142. CHECK CODE MEMB 1 TO 15 17 18 20 21 23 24 26 TO 127 STAAD.Pro CODE CHECKING - (BSI ) ***********************

PROGRAM CODE REVISION V2.9_5950-1_2000


ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

1 ST PIP 2198.0 PASS ANNEX I.1 0.566 16 26.48 C 5.90 49.36 - 2 ST PIP 2198.0 PASS ANNEX I.1 0.461 16 15.71 C 2.33 42.97 - 3 ST PIP 2198.0 PASS ANNEX I.1 0.700 16 43.01 C 0.00 68.06 - 4 ST PIP 2198.0 PASS BS-4.8.2.2 0.623 17 3.31 T 0.00 60.93 0.00 5 ST PIP 2198.0 PASS ANNEX I.1 0.566 16 26.48 C 5.90 49.36 - 6 ST PIP 2198.0 PASS ANNEX I.1 0.461 16 15.71 C 2.33 42.97 - 7 ST TUB 50505.0 PASS ANNEX I.1 0.073 16 3.25 C 0.13 0.16 - 8 ST TUB 50505.0 PASS ANNEX I.1 0.038 16 3.25 C 0.04 0.10 - 9 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.086 6 5.06 C 0.00 0.21 - 10 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.086 6 5.06 C 0.00 0.21 - 11 ST TUB 50505.0 PASS ANNEX I.1 0.038 16 3.25 C 0.04 0.10 - 12 ST TUB 50505.0 PASS ANNEX I.1 0.073 16 3.25 C 0.13 0.16 - 13 ST TUB 100505.0 PASS ANNEX I.1 0.540 16 64.73 C 0.25 5.59 - 14 ST TUB 100505.0 PASS BS-4.7 (C) 0.301 16 64.50 C -0.09 -2.08 0.00 15 ST TUB 100505.0 PASS ANNEX I.1 0.329 6 61.80 C 0.19 2.89 - 17 ST PIP 333.0 PASS BS-4.8.3.3.3 0.696 16 0.12 C 0.03 0.51 - 18 ST PIP 333.0 PASS BS-4.8.3.3.3 0.739 21 0.20 C 0.04 0.53 - 20 ST PIP 333.0 PASS ANNEX I.1 0.696 16 0.12 C 0.05 0.48 - 21 ST PIP 333.0 PASS BS-4.8.3.3.3 0.746 21 0.11 C 0.05 0.53 - 23 ST PIP 333.0 PASS ANNEX I.1 0.696 16 0.12 C 0.05 0.48 - 24 ST PIP 333.0 PASS BS-4.8.3.3.3 0.746 21 0.11 C 0.05 0.53 - 26 ST PIP 333.0 PASS BS-4.8.3.3.3 0.696 16 0.12 C 0.03 0.51 - 27 ST PIP 333.0 PASS BS-4.8.3.3.3 0.739 21 0.20 C 0.04 0.53 - 28 ST TUB 100505.0 PASS ANNEX I.1 0.865 16 107.46 C 0.00 9.04 -



29 ST TUB 100505.0 PASS ANNEX I.1 0.626 6 109.37 C 0.00 5.21 - 30 ST TUB 100505.0 PASS ANNEX I.1 0.629 9 104.80 C 0.00 5.53 - 31 ST TUB 100505.0 PASS ANNEX I.1 0.540 16 64.73 C 0.25 5.59 - 32 ST TUB 100505.0 PASS BS-4.7 (C) 0.301 16 64.50 C 0.09 -2.08 0.00 33 ST TUB 100505.0 PASS ANNEX I.1 0.329 6 61.80 C 0.19 2.89 - 34 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.319 6 0.64 C 0.12 1.14 - 35 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.314 16 0.70 C 0.09 1.15 - 36 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.546 16 0.75 C 0.22 1.94 - 37 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.546 16 0.75 C 0.22 1.94 - 38 ST TUB 50505.0 PASS ANNEX I.1 0.314 16 0.70 C 0.09 1.15 - 39 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.319 6 0.64 C 0.12 1.14 - 40 ST TUB 50505.0 PASS BS-4.9 0.544 21 0.00 T 0.07 2.10 0.00 41 ST TUB 50505.0 PASS BS-4.9 0.543 21 0.00 T 0.09 2.08 0.00 42 ST TUB 50505.0 PASS BS-4.9 0.850 9 0.00 T 0.01 3.38 0.00 43 ST TUB 50505.0 PASS BS-4.9 0.850 9 0.00 T 0.01 3.38 0.00 44 ST TUB 50505.0 PASS BS-4.9 0.543 21 0.00 T 0.09 2.08 0.00 45 ST TUB 50505.0 PASS BS-4.9 0.544 21 0.00 T 0.07 2.10 0.00 46 ST TUB 50505.0 PASS BS-4.9 0.639 21 0.00 T 0.23 2.32 0.00 47 ST TUB 50505.0 PASS BS-4.9 0.602 21 0.00 T 0.11 2.29 0.00 48 ST TUB 50505.0 PASS BS-4.8.2.2 0.985 9 0.35 T -0.07 3.85 1.65 49 ST TUB 50505.0 PASS BS-4.8.2.2 0.985 9 0.35 T 0.07 -3.85 0.00 50 ST TUB 50505.0 PASS BS-4.9 0.602 21 0.00 T 0.11 2.29 0.00 51 ST TUB 50505.0 PASS BS-4.9 0.639 21 0.00 T 0.23 2.32 0.00



52 ST PIP 884.0 PASS BS-4.7 (C) 0.340 13 27.50 C 0.00 0.36 0.00 53 ST PIP 884.0 PASS BS-4.8.2.2 0.152 6 10.85 T 0.00 0.92 0.00 54 ST PIP 884.0 PASS BS-4.8.3.3.1 0.398 7 9.78 C 0.00 0.78 - 55 ST PIP 884.0 PASS BS-4.7 (C) 0.557 13 45.08 C 0.00 0.57 0.00 56 ST PIP 884.0 PASS BS-4.8.2.2 0.152 6 10.85 T 0.00 0.92 0.00 57 ST PIP 884.0 PASS BS-4.7 (C) 0.340 13 27.50 C 0.00 0.36 0.00 58 ST PIP 2198.0 PASS ANNEX I.1 0.077 16 4.64 C 0.79 6.74 - 59 ST PIP 2198.0 PASS BS-4.8.2.2 0.076 17 0.10 T 0.00 7.41 0.00 60 ST PIP 2198.0 PASS ANNEX I.1 0.077 16 4.64 C 0.79 6.74 - 61 ST TUB 100505.0 PASS ANNEX I.1 0.157 16 10.74 C 0.35 1.16 - 62 ST PIP 333.0 PASS BS-4.8.3.3.3 0.693 16 0.15 C 0.04 0.50 - 63 ST PIP 333.0 PASS BS-4.8.3.3.3 0.663 16 0.05 C 0.04 0.48 - 64 ST TUB 100505.0 PASS ANNEX I.1 0.131 16 18.64 C 0.00 1.44 - 65 ST PIP 333.0 PASS ANNEX I.1 0.663 16 0.05 C 0.04 0.48 - 66 ST PIP 333.0 PASS ANNEX I.1 0.693 16 0.15 C 0.04 0.50 - 67 ST TUB 100505.0 PASS ANNEX I.1 0.157 16 10.74 C 0.35 1.16 - 68 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.431 16 0.13 C 0.25 1.46 - 69 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.397 6 0.16 C 0.03 1.55 - 70 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.614 6 0.16 C 0.06 2.39 - 71 ST TUB 50505.0 PASS ANNEX I.1 0.614 6 0.16 C 0.06 2.39 - 72 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.397 6 0.16 C 0.03 1.55 - 73 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.431 16 0.13 C 0.25 1.46 - 74 ST TUB 100505.0 PASS ANNEX I.1 0.493 6 62.23 C 0.25 5.08 -



75 ST TUB 100505.0 PASS ANNEX I.1 0.292 6 61.93 C 0.03 2.79 - 76 ST TUB 100505.0 PASS ANNEX I.1 0.329 6 61.80 C 0.19 2.89 - 77 ST PIP 333.0 PASS BS-4.8.3.3.3 0.662 6 0.12 C 0.01 0.50 - 78 ST PIP 333.0 PASS ANNEX I.1 0.690 9 0.17 C 0.01 0.52 - 79 ST PIP 333.0 PASS BS-4.8.3.3.3 0.613 6 0.12 C 0.01 0.46 - 80 ST PIP 333.0 PASS ANNEX I.1 0.704 9 0.12 C 0.00 0.54 - 81 ST PIP 333.0 PASS BS-4.8.3.3.3 0.613 6 0.12 C 0.01 0.46 - 82 ST PIP 333.0 PASS ANNEX I.1 0.704 9 0.12 C 0.00 0.54 - 83 ST PIP 333.0 PASS BS-4.8.3.3.3 0.662 6 0.12 C 0.01 0.50 - 84 ST PIP 333.0 PASS BS-4.8.3.3.3 0.690 9 0.17 C 0.01 0.52 - 85 ST TUB 100505.0 PASS ANNEX I.1 0.811 6 109.87 C 0.00 8.44 - 86 ST TUB 100505.0 PASS ANNEX I.1 0.626 6 109.37 C 0.00 5.21 - 87 ST TUB 100505.0 PASS ANNEX I.1 0.629 9 104.80 C 0.00 5.53 - 88 ST TUB 100505.0 PASS ANNEX I.1 0.493 6 62.23 C 0.25 5.08 - 89 ST TUB 100505.0 PASS ANNEX I.1 0.292 6 61.93 C 0.03 2.79 - 90 ST TUB 100505.0 PASS ANNEX I.1 0.329 6 61.80 C 0.19 2.89 - 91 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.319 6 0.64 C 0.12 1.14 - 92 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.300 6 0.62 C 0.04 1.15 - 93 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.522 6 0.63 C 0.09 1.98 - 94 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.522 6 0.63 C 0.09 1.98 - 95 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.300 6 0.62 C 0.04 1.15 - 96 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.319 6 0.64 C 0.12 1.14 - 97 ST TUB 50505.0 PASS BS-4.9 0.542 9 0.00 T 0.06 2.10 0.00



98 ST TUB 50505.0 PASS BS-4.8.2.2 0.522 9 0.18 T 0.00 -2.08 0.00 99 ST TUB 50505.0 PASS BS-4.9 0.850 9 0.00 T 0.01 3.38 0.00 100 ST TUB 50505.0 PASS BS-4.9 0.850 9 0.00 T 0.01 3.38 0.00 101 ST TUB 50505.0 PASS BS-4.8.2.2 0.522 9 0.18 T 0.00 2.08 1.60 102 ST TUB 50505.0 PASS BS-4.9 0.542 9 0.00 T 0.06 2.10 0.00 103 ST TUB 50505.0 PASS BS-4.9 0.607 9 0.00 T 0.07 2.35 0.00 104 ST TUB 50505.0 PASS BS-4.8.2.2 0.591 9 0.35 T 0.04 2.31 0.00 105 ST TUB 50505.0 PASS BS-4.8.2.2 0.985 9 0.35 T 0.07 3.85 1.65 106 ST TUB 50505.0 PASS BS-4.8.2.2 0.985 9 0.35 T -0.07 -3.85 0.00 107 ST TUB 50505.0 PASS BS-4.8.2.2 0.591 9 0.35 T -0.04 -2.31 1.60 108 ST TUB 50505.0 PASS BS-4.9 0.607 9 0.00 T 0.07 2.35 0.00 109 ST PIP 884.0 PASS BS-4.8.2.2 0.328 6 52.01 T 0.00 1.20 4.65 110 ST PIP 884.0 PASS BS-4.8.2.2 0.152 6 10.85 T 0.00 0.92 0.00 111 ST PIP 884.0 PASS BS-4.8.3.3.1 0.398 7 9.78 C 0.00 0.78 - 112 ST PIP 884.0 PASS BS-4.7 (C) 0.556 3 44.96 C 0.00 0.83 0.00 113 ST PIP 884.0 PASS BS-4.8.2.2 0.152 6 10.85 T 0.00 0.92 0.00 114 ST PIP 884.0 PASS BS-4.8.2.2 0.328 6 52.01 T 0.00 1.20 4.65 115 ST TUB 100505.0 PASS ANNEX I.1 0.131 6 10.45 C 0.34 0.88 - 116 ST PIP 333.0 PASS ANNEX I.1 0.649 6 0.12 C 0.00 0.50 - 117 ST PIP 333.0 PASS ANNEX I.1 0.636 6 0.07 C 0.00 0.49 - 118 ST TUB 100505.0 PASS BS-4.7 (C) 0.121 6 21.72 C 0.00 0.93 0.00 119 ST PIP 333.0 PASS ANNEX I.1 0.636 6 0.07 C 0.00 0.49 - 120 ST PIP 333.0 PASS ANNEX I.1 0.649 6 0.12 C 0.00 0.50 -



121 ST TUB 100505.0 PASS ANNEX I.1 0.131 6 10.45 C 0.34 0.88 - 122 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.408 6 0.16 C 0.10 1.52 - 123 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.397 6 0.16 C 0.03 1.55 - 124 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.614 6 0.16 C 0.06 2.39 - 125 ST TUB 50505.0 PASS ANNEX I.1 0.614 6 0.16 C 0.06 2.39 - 126 ST TUB 50505.0 PASS BS-4.8.3.3.3 0.397 6 0.16 C 0.03 1.55 - 127 ST TUB 50505.0 PASS ANNEX I.1 0.408 6 0.16 C 0.10 1.52 - ************** END OF TABULATED RESULT OF DESIGN ************** 143. DRAW ISOM JOIN MEMB SUPP

DRAW

ISO

M JO

IN M

EMB

SUPP

TIME

: 13

:43:

40DA

TE:S

EP

3,20

14

S T

A A

D -I

II

REV:

200

4

STRU

CTUR

E DA

TA:

TYPE

= S

PACE

NJ =

72

NM =

1

23

NE =

0

NS =

3

NL =

21

XMAX

=

13.

7

YMAX

=

4.

0

ZMAX

=

9.

8

UNIT

MET

E KN

123

45

6

78

910

1112

1314

151617

1819

20

2122

2324

2526

2728

293031

3233

34

35

36

37

38

39

40

41

42

43

44

4546

4748

4950

5152

5354

5556

5758

5960

6162

6364

65

66

67

68

69

70

71

72

12

34

56

7

8

9

10

11

12

1314

15

1718

2021 23

24

2627

2829

30 3132

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

7475

7677

7879

80

8182

8384

8586

87

8889

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111 112

113 114

115

116

117

118

119

120

121

122

123

124

125

126

127


144. FINISH *********** END OF THE STAAD.Pro RUN *********** **** DATE= SEP 3,2014 TIME= 13:43:41 **** *********************************************************** * For questions on STAAD.Pro, * * Please contact : Research Engineers Ltd. * * E2/4,Block GP, Sector-V,Salt Lake, KOLKATA - 700 091 * * India : TEL:(033)2357-3575 FAX:(033)2357-3467 * * email : [email protected] * * US : Ph-(714) 974-2500, Fax-(714) 921-0683 * ***********************************************************

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